HomeMy WebLinkAboutProduct Approval 4/27/2016 Florida Building Code Online
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Professional 4,11 product Approval
r� USER: Public User
Im" I'I.int , i Piaoduct Aoprovq.1 Menu>Product or Aonlic<ation Search>Application list>Application Detail
FL# FL13540-R3
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
i
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
i
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 2002
ASTM E331 2000
Equivalence of Product Standards
Certified By Approved Testing Lab
FL13540 R3 Equiv JELD-WEN ASTM E1996 Equivalency Letter.pdf
Product Approval Method Method 1 Option A
https://floridabuilding.orgt6r/pr app otl.aspx?param=wGEVXQwtDquynOPErOHeefVE2FJsURDFJgjlTBYTegcCaMNJ%2fyUttw%3d%3d 1/3
4/22/2016-- Florida Building Code Online
Date Submitted 01/13/2015
Date Validated 01/14/2015
Date Pending FBC Approval
Date Approved 01/19/2015
Summary of Products
......................................_.......................
.............._................;...........__...._...._............................. --.._.............................._.........__...._................................_._..._........._ _ ......._.._._......
_
.FL# Model,Number or Name Description
_...__............................_...................._._..............-_.........---_..................._........____._____.._.............._..__._.._.._.._...._.. __._.—.______._........... —
,,.413540.1 Contours €3'-2"x 6'-10", Opaque Steel Wood Edge Inswing and
Outswing Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13540 R3 C CAC NIO10116.01-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure: +55/-55 Installation Instructions
Other: j FL13540 R3 II JW162009 SS 2014-11-ll.pdf i
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
E Evaluation Reports E
1 FL13540 R3 AE PER3291 SS 2014-11-11.pdf
Created by Independent Third Party: Yes
t
13540.2 Contours 6'-2"x 6'-10", Opaque Steel Wood Edge Inswing and
Outswing Door
!Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13540 R3 C CAC NI010116.01-112.pdf !
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019,
Design Pressure: +55/-55 Installation Instructions
Other: FL13540 R3 II JW162009 SS 2014-11-11.Ddf
I Verified By: Hermes F. Norero, PE 73778
[ Created by Independent Third Party: Yes
{Evaluation Reports
[I FL13540 R3 AE PER3291 SS 2014-11-11.pdf
!
................................................._................................................ —.1....Created by Independent..................
Party:
- .--..__.._....._............_........._..__..__
13540.3 Contours 5'-5"x 7'-11", Opaque Steel Wood Edge Inswing and
Outswing Door with Transom and Sidelites
_._
........................._....................................................._---_.........
Limits of of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13540 R3 C CAC NI010116.02-R22. df
i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure: +55/-55 Installation Instructions
Other: FL13540 R3 II JW162009 SS 2014-11-11.pdf
Verified By: Hermes F. Norero, PE 73778
I Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R3 AE PER3291 SS 2014-11-11.pdf
Created by Independent Third Party: Yes
— ........................................................................................_......................................................................................................................................................................................---..._.........................................__._..............................................._............._.__.............................
13540.4 Contours 5'-5"x V-10", Opaque Steel Wood Edge Inswing and I
Outswing Door with Sidelites i
.............._...._................................................_._............._...._..................................................._........................................................
.......(
Limits of Use Certification Agency Certificate I
Approved for use in HVHZ: No FL13540 R3 C CAC NI010116.02-112.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019 i
Design Pressure: +55/-55 Installation Instructions I
Other: FL13540 R3 II 1W162009 SS 2014-11-11.pdf
Verified By: Hermes F. Norero, PE 73778 €
Created by Independent Third Party: Yes €
Evaluation Reports
FL13540 R3 AE PER3291 SS 2014-11-11.pdf i
Created by Independent Third Party: Yes
--.-_..............................._.............__._......................................_..._—__._.._....._..................-_ __.............
_.___.—__.—.
13540.5 Contours 4'-3"x 6-10", Opaque Steel Wood Edge Inswing and
Outswing Door with Sidelite
................................................_............._................_......._...._.....
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ: No FL13540 R3 C CAC NI010116.02-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019 j
Design Pressure: +55/-55 Installation Instructions
! Other: FL13540 R3 II JW162009 SS 2014-11-11.odf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports i
https://floridabui lding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquynOPErOH eefVE2FJsU RDFJgj lTBYTegcCaM N J%2fyU ttw%3d%3d 213
4/2212016• Florida Building Code Online
FL13540 R3 AE PER3291 SS 2014-11.41.odf
Created by Independent Third Party: Yes
......._......_.....____..._......................_.._..........__..__;.._..._..._.._....._._.__.___...._.._._......__._____.___.___
113540.6 Contours 3'-2" x 7'-11", Opaque Steel Wood Edge Inswing and
�Outswing Door with Transom E
Limits of Use Certification Agency Certificate j
Approved for use in HVHZ: No FL13540 R3 C CAC NIO10116.02-R2.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure: +55/-55 (Installation Instructions
j Other: i FL13540 R3 II 1W162009 SS 2014-11-1l.pdf j
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R3 AE PER3291 SS 2014-11-1l.Ddf
Created by Independent Third Party: Yes i
_......___
R„cgs Pdaex4.
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement
1
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
R9
security x a:nc�<.�s
https://floridabuilding.org/pr/pr_app_!Jtl.aspx?p aram=wGEVXQwtDquynOPErOHeefVE2FJsURDFJgjlTBYTegcCaMNJ%2fyUttw%3d%3d 3/3
NOTICE OF PRODUCT CERTIFICATION
acrCompany: JELD—WEN _ Certification No.: NI010116.01-R2 _
3737 Lakeport Boulevard Certification Date: 02/11/2010
V Klamath Falls,OR 97601 Expiration Date: 12/31/2019
Revision Date: 08/07/2014
Product: Series "Ener Saver/Contour" Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o
J "Energy g g g
`. Side-Cites or w/or w/o Transom(w/Wood Frame unless noted)
Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b
To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification
represents product conformity to the applicable specification and that certification criteria has been satisfied.A NAMI approved certification label must be applied to the product to
claim certification status. Please review and advise NAMI if any corrections are required to this document.
Inswing Glazed Design Water Test Missile Test Report Number
Configuration or or Maximum Pressure Pressure Impact Drawing Number&
Outswing O a ue Size Pos/Ne (psf) Rated Comments
X I/S Opaque 37"x 6'10" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW 162009(1-16)/AOI 1271
X O/S Opaque 3'2"x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW 162009(1-16)/AO 11271
XX I/S Opaque 6'2"x 6'10" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW 162009 I-16 /A011271
XX O/S Opaque 6'2"x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW 162009(1-16)/AO11271
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
JFLDWEN® 74"MAX.OVERALL FRAME WIDTH
CONTOURS STEEL DOOR,WOOD EDGE 72 1/4"MAX.PANEL WIDTH TABLE OF CONTENTS
-[-------6-0.X 6-8(XX)&.5=4-X 80.(O/OXO) 36 3/6"WITH SHT 91 DESCRIPTION CD
INSWING/OUTSWING ASTRAGAL —1 INSWING ELEVATIONS&GENERAL NOTES n
24 GA.STEEL IMPACT DOOR SYSTEM 2 INSWING ELEVATIONS _ rn
` 3 INSWING ELEVATIONS&BILL OF MATERIAL >
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m O
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS / \ 6 INSWING HORIZONTAL CROSS SECTIONS U � J LO
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z O a M
8 OUTSWING ELEVATIONS O- LL C4
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 26 W ao
HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. O / 9 OUTSWING VERTICAL CROSS SECTIONS W Y =CO
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. _ = 10 OUTSWING VERTICAL CROSS SECTIONS Q E—r
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 25 C7 11 OUTSWING HORIZONTAL CROSS SECTIONS Q2 LO
LO
LOADS TO THE STRUCTURE. = 12 OUTSWING HORIZONTAL CROSS SECTIONS
D 13 ANCHORING LOCATIONS LLLJ n _2
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR w co 8 p 6 z co Y O-
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O� 6 0 a 14 ANCHORING LOCATIONS
15 ANCHORING LOCATIONS&DETAILS
4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 0
5. SCALE BASED ON 11x17 SHEET SIZE. NOTE 2 \ 6 NOTE 2 16 UNIT COMPONENTS
g
6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. \ / Do
7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES
AND TRANSOMS. m w
8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION / Oo
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w O w
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH INACTIVE ACTIVE O O U)
LENGTH/OH HEIGHT IS 1.0. O z
O
07 c W
ASTRAGAL A B 00°x'z z
DOOR LEAF CONSTRUCTION: ❑�3— >Z
DOUBLE UNIT(XX) NOTE 2 0 a1w
FACE SHEETS:THE FACE SHEETS ARE GLUED TO w—I,_
(INSWING IMPACT) w r O w
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. F�� m z z
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND °D to N u,
DENSITY EXPANDED POLYSTYRENE(EPS). �o? a ?
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF o 6 m o
24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA ❑z H
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90°OVER THE 1.688"X 1.0" TABLEII atO
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203°BOTTOM RAIL DESIGN PRESSURE RATING
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK g >
BLOCK IS 1.688"X 3 1/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: rn-to
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, LU
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z(9
CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. SIDELITE(S)AND/OR TRANSOM W10 SIDLITE OR TRANSOM =zd 0
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. POSITIVE +55 w c)a
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING + O 0 L)O
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 O 0�w
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM p v w—
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USINGPOSITIVE +55
+55 =c oww
THREE 16 GA.7116"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING
55
INSWING SYSTEMS HAVE A 48X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED NEGATIVE 55 w
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, -
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2"LONG CROWN NOTES: N o
AND ONE#8X2 FH WOOD SCREW PER CORNER,INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. d 0 o
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCTI�{A 1I11ji� cS
REC IVER PLUG SCENTER OF THE I INSERTED THRESHOTO RECEIVELD AND LTHE BOT TO ASTRAGAL BOLT.OU SWING ED WITH DOW 1199 SILICONE. A PLASTIC OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE \�%`�SES F. 0'���ii� m¢z
EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2"
UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT THE CENTER OF THE SILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A DATE:
igitally signed by Hermes F.Norero,P.E. �,\G•" 12/31/09
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE C)
WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:I am approving this document _ scAi E: 1/2"=1'
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE /N 7
OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.11 10:04:34-05'00' _* * _ DWG.BYG.LUBBECKE
CENTER OF THE HEAD ANDA METAL STRIKE PLATE IS FASTENED USING TWO#8 X 21/2" = 0
TAT F
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT IN PLACE WITH 16GA X 7/16"X 2°STAPLES. q
/'/ (V= CHK BY: S.FREY
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" i O 'Ao 1 SAE f
DRAWING NO.:
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THEC�< omw P,F No.r�nrj�=
TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS �� 0i1�"9°BC51 �� JW162009
LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7116"AIR GAP. SHEET 1 of 16
FBPE Ce,C L/A,LWI No.29578
64 112"MAX
O �OVERALL WIDTH� 64 1/2"MAX O.V.A WIDTH RA 51"MAX --- —
_J _35_3/4"MAX- _ _ _
58 1/2"MAX.-D:CO. , PANEL WIDTH OVERALL WIDTH
r
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C D Nco
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NOTE2
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25 c2 CU 0~C -a
57 — p w = w z O a c*�
C7 C7 = C7 O W LL CCj
25 = _ 6 J, i 6 Z w 2 Do
= 7 0 Q w0 G 6 w 0 Lo QQ�
I-Li6 w o Q< 176 L:Lll.. NOTE 2 6 O S Qa NOTE 2 D NOTE 2 O m co
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NOTE 2 4 NOTE 2�_PANEL DTH NOTE 2 C 5 O z w
TRI UNIT(OXO) TYP• 12' MAX• NOTE 2 0 w
A B (INSWING IMPACT DOOR WITH PANEL WIDTH 35 3/4"MAX w—C,0 O
NOTE 2 PANEL WIDTH ��0 Z
5 5 4 4 12"MAX. NON-IMPACT SIDELITES) C/3 O !N 3:
NOTE 2 PANEL WIDTH
35 314"MAX 37 112"MAX O.V.A DUAL UNIT(OX) �D z m z
PANEL WIDTH TMP'
LFRAME WIDTH (INSWING IMPACT DOOR WITH 0 0— a
MULL POST NON-IMPACT SIDELITE) o z O z
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TRI UNIT(O/OXO) a O
(INSWING IMPACT DOOR WITH \ <r
NON-IMPACT SIDELITES&TRANSOM) O m
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NOTES: N o Q
m 1- ALL VIEWS FROM INTERIOR.
/ 2-MASONRY AND CONCRETE CONSTRI�QAI K...It"t
F• p i"i °°¢z
' •• 9i 1�O DATE: 12/31/09
A B NOTE 2 * (J x7 ':...* SCALE: 1/2"=1'
a Q _ DWG.SOLUBBECKE
35 3/4"MAX. '_.,qTj9CHK RY: S.FREY
PANEL WIDTH :�On DHAWiNr NO.:
'rtaa P.�„No"FV7
SINGLE UNIT(X) �i�S� mid w"9o� � ��` JW162009
(INSWING IMPACT) BI ea mon.F4'.
FSPE Ce ID6I—h F nNo.29578 SHEET 2 OF 16
Item DESCRIPTION Material
37 1/2"MAX O.V.A. 1 HINGE JAMB 1 114"X 4-9/16'FINGERJOINTED PINE PINE
— --FRAME WIDTH— 2 HEAD JAMB 1 1/4"X 4-9116"FINGERJOINTED PINE PINE
N o3 LATCH JAMB 1-1/4"X 4-9/16"FINGERJOINTED PINE PINE — —
31 1/2"MAX.D.L.O.
n 4 SIDEUTE JAMB(1-114"X 4-9116"FINGERJOINTED PINE PINE
5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112'MIN.EMBEDMENT STEEL
CD
6 4'X 4"BUTT HINGE 12GA. .089"MIN STEEL I-
7 #9 X 3/4'PHILLIPS FLATHEAD WOOD SCREW STEEL
NOTE 2 8 910 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL J cr
9 3/16']TW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL m O
10 COMPRESSION WEATHERSTRIP FOAMU)ur
F- 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063•T5/COMP. ALUMINUM Z O J M
26 12 #8 X 21/2"PHILLIPS FLAT HEAD WOOD SCREW STEEL — W LLL m
= 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM W Y =DD
F J 14 NOT USED Q r
S2 25 9—
WT
a 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL t` Lo
IL \ w o 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL J n g=
O m 17 BOTTOM RAIL 25GA. 0.018" GALVANIZED STEEL STEEL W co Y d
Z C 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL
IL 7 D 6 g 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL ur
0 20 LOCK BLOCK 1-11/16'X 3-1/8'X 12 FINGERJOINTED PINE TREATED PINE c7 J
/ 6 21 ODL LIP-LITE FRAME PLASTIC w O w
NOTE 2 NOTE 2
0 22 1"O.V.A.INSULATED TEMPERED GLASS GLASS o X F- as
/ 23 16 Ga.7116"CROWN X 2"LONG STAPLES STEEL O O 4 z rn
24 CORRUGATED NAIL 1/2"X 1-1/16"25 GA. STEEL 3:—o O
/ 25 KWIKSET LOCK SERIES 400 STEEL W'6 N <x
26 KWIKSET DEADBOLT SERIES 660 STEEL O 1 z w
27#8 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL o"a 3 w
28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w F (9-
r
-
C D NOTE 2 29 NON-COMPRESSION SHIM WOOD U- = m Z O
35 3/4"MAX. 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM (n'6 z z m
PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS F=O I93:D
A-525 COMMERCIAL QUALITY 0.021"MIN.THICK. z o
SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL 0 U
(INSWING IMPACT DOOR WITH 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a a.
NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP
mgr
34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE ALUMINUM cf)-ca
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12 SEE NOTE 2 SEE N E 2 12 SEE NOTE 4
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FBPE Cerf.6(AJIkN1�tlEn No.N57B
398 E. Dania Beach Blvd
BUILDING DROPS Suite 338
A Perfect Solution in Eve DropDania Beach, FL 33004
>`.." 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
1 contact@buildingdrops.com
.
Of
JELD-WEN, inc.
Contours Steel Door, Wood Edge
for
Florida Product Approval
ep o. 3291.
Current Florida Building Code
Method: 1 —A (Certificate)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
Material: Steel/Wood
Product Dimensions: 74"x 81.75"
74"x 80.5"
64.5"x 95.25"
64.5"x 94.5"
Prepared For:
3737Lakeport Blvd.
{ally, 0& 97601
*%SES F. 0
Prepared by: ;����e;•��� • •-��Ao
Herines Norero, P.E. :, oJ'.
Florida Professional Engineer#73778
Date: 10/27/2014 = T T
Contents: 'ice �.' ......••.• GN�`�.
Evaluation Report Pages 1 —4NAk-fill ill
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document Hermes Norero, P.E.
Date:2014.11.1109:50:46-05'00' Florida No. 73778
i
BUILDING DROPS
Date: 10/27/2014
A Perfect Solution in Every Drop
Certificate of Authorization:29578 Repoli No: 3291
Manufacturer: JELD-WEN, Inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Contours Steel Door,Wood Edge
(Impact Rated -Doors Only)
74" x 81.75"
74"x 80.5"
i 64.5"x 95.25"
64.5"x 94.5"
Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778) for Jeld-Wen Inc.
based on Method 1a of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation - Florida Building Commission.
Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing
or distributing the product or in any other entity involved in the approval process of the product
named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions JW162009, signed and sealed by Hermes Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding the"High Velocity Hurricane Zone" (HVHZ).
i 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering on single and double door systems without a sidelite or transom, in all
Wind Zones.Single and double door systems with a sidelite or transom do not require an
impact resistant covering, in Wind Zones 3 or less. Florida approved impact resistant shutters
are required for sidelites and transom.
4. Site conditions that deviate from the details of drawing JW162009 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW162009 for size and design pressure limitations.
Hermes Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
Date: 10/27/2014
A Perfect Solution in Every Drop
Report No: 3291
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation&
Management Institute, Inc. (FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
• ASTM E 283-04
• ASTM E 330-02
• ASTM E 331-00
• ASTM E 1886-05
• ASTM E 1996-05b
Referenced Data:
1. Product Testing performed by Quality Testing Inc.
(FBC Organization# TST7638)
rReport#:SJW2009-199, Report Date: 1/18/2010
SJW2009-200, Report Date: 1/18/2010
i
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#: QUA1789)
j
Hermes Norero, P.E.
Florida No. 73778
Page 3 of 4
i
I
BUILDING DROPS
Date: 10/27/2014
A Perfect Solution in Every Drop
Certificate of Authorization:29578 Report No: 3291
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X) wood buck substrate, use#10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is
employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
i minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions (JW162009)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure*
Positive 55 PSF
Negative 55 PSF
*Product has not been rated for water infiltration. If authority having jurisdiction requires that
product meets this requirement, product shall be used when installed at location protected by
overhang such that overhang (OH) ratio=OH length/OH height is 1.0.
i
Hermes Norero, P.E.
Florida No. 73778
Page 4 of 4